The Environmental Degradation of Cement-Based Materials Due to Alkali-Silica Reaction: Case Studies

{"title":"The Environmental Degradation of Cement-Based Materials Due to Alkali-Silica Reaction: Case Studies","authors":"","doi":"10.47485/2832-9384.1028","DOIUrl":null,"url":null,"abstract":"The environmental degradation of infrastructures is widely widespread. Every material or combination of it is subjected to a specific type of deterioration, which can occur in combination with other damaging effects. Structures are subjected to physical, chemical, mechanical and biological attacks. The monitoring, the diagnostic and the restoration are expensive processes that often can be mitigated by a correct material planning and design. Concrete structures are affected by freeze / thaw attack, acid and water leaching and sulphate deterioration. Every mechanism takes place at different rates depending upon the concentration of the aggressive pollutants and the environmental parameters, such as the humidity and the temperature. Alkali-silica reaction is known to happen between the alkali content of the cementitious binders and the amorphous quartz-rich stone aggregates. It usually takes a relatively long time to occur. In this work, cableway piles exposed to adverse atmospheric condition on a mountain as well as a support wall of a freeway 80 meters high pile were investigated with respect to the microstructure, the residual expansion in a NaOH-rich solution and the damage. Expansive gel was found around some stone aggregates. This caused the formation of wide cracks. These latter created a net-like structure on the concrete surface and spalling of the concrete cover was observed. Immersion tests in an alkali-rich solution also exhibited a potential residual expansion of the concrete, which was in turn related to the microstructure and the mineralogy of the cementitious material. The humidity, the aggregates and the reactive alkalis interact on a longterm basis over 50 years and largely control the extension of the degradation. Even with widely opened cracks, the AAR reaction potential may not be still completely stopped. Repair mortar applied on concrete may act as a barrier against the reaction, but it is not be able to completely mitigate the AAR effect.","PeriodicalId":372397,"journal":{"name":"Journal of Materials and Polymer Science","volume":"5 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2023-03-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Materials and Polymer Science","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.47485/2832-9384.1028","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

The environmental degradation of infrastructures is widely widespread. Every material or combination of it is subjected to a specific type of deterioration, which can occur in combination with other damaging effects. Structures are subjected to physical, chemical, mechanical and biological attacks. The monitoring, the diagnostic and the restoration are expensive processes that often can be mitigated by a correct material planning and design. Concrete structures are affected by freeze / thaw attack, acid and water leaching and sulphate deterioration. Every mechanism takes place at different rates depending upon the concentration of the aggressive pollutants and the environmental parameters, such as the humidity and the temperature. Alkali-silica reaction is known to happen between the alkali content of the cementitious binders and the amorphous quartz-rich stone aggregates. It usually takes a relatively long time to occur. In this work, cableway piles exposed to adverse atmospheric condition on a mountain as well as a support wall of a freeway 80 meters high pile were investigated with respect to the microstructure, the residual expansion in a NaOH-rich solution and the damage. Expansive gel was found around some stone aggregates. This caused the formation of wide cracks. These latter created a net-like structure on the concrete surface and spalling of the concrete cover was observed. Immersion tests in an alkali-rich solution also exhibited a potential residual expansion of the concrete, which was in turn related to the microstructure and the mineralogy of the cementitious material. The humidity, the aggregates and the reactive alkalis interact on a longterm basis over 50 years and largely control the extension of the degradation. Even with widely opened cracks, the AAR reaction potential may not be still completely stopped. Repair mortar applied on concrete may act as a barrier against the reaction, but it is not be able to completely mitigate the AAR effect.
碱-二氧化硅反应对水泥基材料的环境降解:案例研究
基础设施的环境退化是普遍存在的。每种材料或其组合都会受到特定类型的劣化,这种劣化可能与其他破坏性影响一起发生。建筑物会受到物理、化学、机械和生物攻击。监测、诊断和修复是昂贵的过程,通常可以通过正确的材料规划和设计来减轻成本。混凝土结构受到冻融侵蚀、酸浸和水浸以及硫酸盐变质的影响。每一种机制都以不同的速率发生,这取决于侵略性污染物的浓度和环境参数,如湿度和温度。已知碱-硅反应发生在胶凝剂的碱含量和无定形的富石英石集料之间。它通常需要相对较长的时间才能发生。在这项工作中,研究了暴露在山区恶劣大气条件下的索道桩和高速公路80米高的索道桩的微观结构、在富氢氧化钠溶液中的残余膨胀和损伤。在一些石聚集体周围发现膨胀凝胶。这导致了宽裂缝的形成。后者在混凝土表面形成网状结构,并观察到混凝土覆盖层的剥落。在富碱溶液中的浸泡试验也显示出混凝土的潜在残余膨胀,这反过来又与胶凝材料的微观结构和矿物学有关。湿度、团聚体和活性碱在50年以上的长期基础上相互作用,在很大程度上控制了降解的扩展。即使裂缝大面积打开,AAR反应电位也可能不会完全停止。在混凝土上涂抹修补砂浆可以起到阻止反应的作用,但不能完全缓解AAR效应。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
自引率
0.00%
发文量
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:604180095
Book学术官方微信